摘要
本文利用 Mindlin位移解 ,推导了不同形式的桩侧摩阻力在地基土中引起的位移公式 ,对不同桩长、桩距、桩侧摩阻力的群桩沉降提供一种计算方法 ;实例分析表明 ,计算结果较
Based on Mindlin displacement solution, formula for displacement due to various skin frictions of pile are deduced in this paper. A calculating method of pile group settlement is obtained for various pile length, pile interval and skin friction of pile. The results of case study show that it is more rational than Mindlin stress solution.
出处
《地下空间》
CSCD
2001年第3期167-172,177,共7页
Underground Space
